Construction of 2 X 5000 MT Godown at GayaJi.

Technical evaluation sheet (e-tender SBD) BIHAR STATE WAREHOUSING CORPORATION, BIHAR, PATNA. TECHNICAL BID EVALUATION SHEET

MANDATORY CONDITIONS

Name of work :- Construction of 2 X 5000 MT Godown at GayaJi.

Estimated Cost :- Rs. 10,27,60,820.00

Earnest Money :- Rs. 20,55,817.00

Time of completion :- 12 Months

Sl.No. Particulars LAID DOWN CRITERIA AS PER S.B.D / N.I.T Evaluation Criteria (Mandatory/ Optional) BIDDER

DETAILS Remarks (Responsive/ Non Responsive) Ref. Page

1 Name and address of agency

2 Registration no. & department The contractor must be registered with Central Govt./State Govt./Public Undertakings/Or be of Intrnational Level. Mandatory

3 Legal Status of Bidder Individual / Partnership Firm / Pvt. Ltd./Public Ltd. / Mandatory

4 Power of Attorney Name of Authorized Person to Sign Holding Power of Attorney (If any)

5 Clause-16.1(d) of SBD : BID SECURITY (Earnest Money) Must submit Earnest Money of Rs …………………... in the form as specified in N.I.T. Mandatory

6 PAN Card Must quote PAN and attach I.T Return of previous finanacial year. Mandatory

7 GST Registration Must possess GST registration. Mandatory

8 Clause-4.5A(a) of SBD Must have in any one year a Minimum Annual Financial Turnover (in all classes of civil engineering construction works only) of amount of construction work ,which must be at least equal to 50 % of estimated cost of work for which bid has been invited (i.e. Rs ........................... for this tender). Mandatory

: Annual Financial Turnover 2020-21

9 Clause-4.5A(b) of SBD Satisfactorily completed as a prime contractor (or as a nominated sub-contractor, where the sub- contract involved execution of all main items of work described in the bid document, provided further that all other qualification criteria are satisfied)at least one similar work of value not less than 50% of estimated value of contract (i.e. Rs ..................... for this tender). Mandatory

: Experience of Work of Similar Nature.

10 Clause-4.5A(c) of SBD Executed in any one year , the minimum quantities of the following items of work (as indicated in the Technical Bid Form).

: Experience of Major Items of Work.

Over all for this criteria [Clause-4.5A(c)]

11 Amount of Existing Commitments and On going Works. Attach as per Section-2--1.4(A) (Bidder must declare themselves their all existing commitment hiding fact sufficient cause for rejection) Mandatory

12 Amount of Works for which Bid already Submitted. Attach as per Section-2--1.4(B) Mandatory

13 Clause-4.7 of SBD : Bidding Capacity. The bidder must have available Bidding Capacity more than the bid value, i.e. ……………………………. (= A x N x 3 - B) Mandatory

14 Clause-4.5B(a) of SBD (i) Concrete Mixture with Integral Weigh Batching Facility-2 Nos (age-5 year). Mandatory

(ii) Vibrator (Plate & Niddle)- 4 Nos. (age-5 year). Mandatory

: Plants and equipments .

(iii) Water Tanker- 1 No. (age-5 years). Mandatory

(iv) Steel Shuttering- 3000 sft (age-5 years). Mandatory

Over all for this criteria [Clause-4.5B(a)]

15 Clause-4.5B(b) of SBD Must have Engg. Setup as per Technical Bid

Site Engineer B.E. (Civil) + 03 Years Exp. (3 years in Building Construction ) or Diploma in Civil + 07 year Exp. in Building Construction or Retired A.E.- 1 No. Mandatory

: Key Personnels and their experience.

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 02 Years Exp. Or Retired ITI Holder - 2 Nos. Mandatory

Over all for this criteria [Clause-4.5B(b)]

16 Clause-4.2(i) of SBD Evidence of access to or availability of credit facilities (minimum 10% of the estimated cost, i.e. Rs ………………….) certified by the bankers. Mandatory

17 Clause-12.1 (iv) of SBD : (As per Section- 2 of SBD) Attached affidavit as Perscribed in Section-2 of SBD on and after date of Tender. Mandatory

18 Clause-4.2(ii) of SBD Undertaking that the bidder would be able to invest a minimum of cost upto 25% of of the contract value during implementation of the contract. Mandatory

19 Litigation History Attach Affidavit as prescribed in Section-2 on and after date of Tender. Mandatory

20 NOC for Debar Attach Self Declaration. Mandatory

21 Programme of Construction Attach Descriptions, Drawings and Charts as necessary. Mandatory

22 Character Certificate Attach valid Character Certificate issued from District Police Mandatory

BIHAR STATE WAREHOUSING CORPORATION, PATNA

B-2, 1st Floor Mauryalok Complex, Patna-800001

Name of Work: Construction of 2 X 5000 MT Godown at GayaJI.

BILL OF QUANTITY

Cost of BOQ: ₹ 11,800.00 with 18% GST, Beltron Process Fee: As per eproc 2 (Non Refundable)

Amount of BOQ with 18% GST: ₹ 10,27,60,820.00 Amount of EMD: ₹ 20,55,217.00

Sl. No SOR No. Item of Work Unit Qty Rate (Rs.)

1 2.2 Earthwork in rough excavation , banking excavated earth in layer not exceeding20cmindepth,breakingclodswatering, rollingeachlayerwith 1/2tonnerollerorwoodenorsteel rammersandrollingevery3rdandtop most layer with power roller of minimum8 tonnes and dressing up in embankments for roads, floodbanks ,marginal banksandguidebanksor filling up ground depressions. lead upto 50 m and lift upto 1.5 m

2.2.1 All Kinds of soil Cum 386.6 RUPESS THREE HUNDRED EIGHTY SIX AND PAISA SIXTY ONLY

2 Earth work in excavation in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqmm on plan) including dressing of sites and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 mtr.

2.8.1 All Kind of Soil Cum 360.7 RUPESS THREE HUNDRED EIGHTY SIX AND PAISA SEVENTY ONLY

3 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 All Kind of Soil Cum 49.4 Rupees Forty Nine and Paise Forty Only

4 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering. Cum 123.9 Rupees One Hundred Twenty Three and Paise Ninety Only

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete Cum 287.3 Rupees Two Hundred Eighty Seven and Paise Thirty Only

6 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.3 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 3998.1 Rupees Three Thousand Nine Hundred Ninety Eight and Paise Ten Only

4.1.8 1.4.8 (1Cement :4 coarse sand :8 graded stone agregate 40 mm nominal size) Cum 2975.2 Rupees Thousand Nine Hundred Seventy Five and Paise Twenty Only

7 Centring and shuttering including strutting,propping etc. and removal or form work

4.3.1 Foundations,footings, bases Columns Sqm 211.1 Rupees Two Hundred Eleven and Paise Ten Only

REINFORCED CEMENT CONCRETE WORK

8 5.1 Providing and laying in position specified grade of reinfroced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level.

5.1.2 1:1.5:3 (1 Cement: 1.5 Coarse sand 3 graded stone aggregate 20mm nominal size Cum 4688.3 Rupees Four Thousand Six Hundred Eighty Eight and Paise Thirty Only

9 Reinforced Cement Concrete Work in Wall (any thickness) , including attached pilaster ,buttresses , plinth and srirng courses , fillets , columns, pillars, piers, abutment, posts and Struts, etc. upto floor five level exculding cost of centring , shuttring , finishing and reinforcement .

5.2.2 1:1.5:3 (1 Cement: 1.5 Coarse sand 3 graded stone aggregate 20mm nominal size Cum 5670 Rupees Five Thousand Six Hundred Seventy Only

10 Reinforced Cement concrete work in beams, suspended floors, roofs having slope upto 15, landings balconiec, shelves, chajjas, lintels, bands, plain window sills, stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) Cum 5335.9 Rupees Five Thousand Three Hundred Thirty Five and Paise Ninety Only

11 A/R as per BCD SOR Add Extra cement For using 1:1.5:3 Concrete MT Rupees Five Thousand Eight Hundred Thirty Nine and Paise Twenty Four Only

12 Centring and shuttering including strutting,propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete. Sqm 211.6 Rupees Two Hundred Eleven and Paise Sixty Only

5.9.3 Suspended floors, roots, landings, balcnies and access platform Sqm 437.5 Rupees Four Hundred Thirty Seven and Paise Fifty Only

5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. Sqm 404.7 Rupees Four Hundred Four and Paise Seventy Only

5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts Sqm 494.4 Rupees Four Thousand Ninety Four and Paise Forty Only

5.9.19 Weather Shade, Chajjas, Corbels etc. Including Edges. Sqm 550.9 Rupees Five Hundred Fifty and Paise Ninty Only

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1G Mild steel 12/20 mm dia Kg 96.7 Rupees Ninety Six and Paise Seventy Only

5.22.7A Thermo-Mechanically Treated bars TMT Fe-500-8mm dia. Kg 94.5 Rupees Ninety Four and Paise Fifty Only

5.22.7B Thermo-Mechanically Treated bars TMT Fe-500-10mm dia. Kg 92.6 Rupees Ninety Two and Paise Sixty Only

5.22.7C Thermo-Mechanically Treated bars TMT Fe-500-12mm dia. Kg 90.8 Rupees Ninety and Paise Eighty Only

5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mm dia. Kg 91.7 Rupees Ninety One and Paise Seventy Only

5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. Kg 91.7 Rupees Ninety One and Paise Seventy Only

14 6.1A Brick work with bricks of class designation 100A in foundations and plinth in :

6.1.12A Cement mortar 1:4 (1 cement: 4 coarse sand ) Cum _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Five Thousand Seventeen and Paise Ninety Only

6.1.14A Cement mortar 1:6 (1 cement: 6 coarse sand ) Cum _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Four Thousand Eight Hundred Nineteen and Paise Ninety Only

15 6.18A Half brick masonry with bricks of class designation 100A in foundations and plinth in :

6.18.3A Cement mortar 1:3 (1 cement: 3 coarse sand) Sqm 621.5 Rupees Six Hundred Twenty One and Paise Fifty Only

16 6.21A Extra for providing and placing in position 2 Nos, 6 mm dia, MS bars at every third course of half brick masonry (with F. P. S. bricks) Sqm 113.6 Rupees One Hundred Thirteen and Paise Sixty Only

17 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.30 mm thick including stainless steel butt hinges wirh necessary screws

9.20.1 35 mm Thick including stainless steel butt hinges with necessary screws Sqm 2845.6 Rupees Two Thousand Eight Hundred Fourty Five and Paise Sixty Only

18 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately)

9.1.2 Sal Wood Cum 95670.7 Rupees Ninty Five Thousand Six Hundred Seventy and Paise Seventy Only

19 9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel,all complete as per manufacturer’s specification and direction of Engineer-in-charge.

9.142.1 Non decorative finish (matt finish) sqm 3305.5 Rupees Three Thousand Three Hundred Five and Paise Fifty Only

20 6.3A Extra for Brick work in superstructure above plinth level upto floor V Cum 842.2 Rupees Eight Hundred Fourty Two and Paise Twenty Only

21 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).

Note:- Cement content considered in M-30 is @ 340 kg/cum. Nothing extra shall be payable for additional materials components recommended through design mix report in variance with CPWD specifications

16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer Cum 6084.6 Rupees Six Thousand Eighty Four and Paise Sixty Only

22 Providing and laying in position bitumen hot sealing compound for expansion joints etc.

16.46.1 Using grade 'A' sealing compound Per cm width per cm depth per metre _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Two and Paise Thirty Only

23 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.

16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Cum _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees One Thousand Three Hundred Ten and Paise Forty Only

24 16.80 Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller finishing and curing etc complete as per direction of Engineer-in-charge Cum _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees Two Thousand Fifty Four and Paise Thirty Only

25 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete1:2:4 (1cement:2 coarse sand:4graded stone aggregate 20 mm nominal size) and top layer12 mm thickmetallic concrete hardener consisting of mix 1:2(1 cement hardener mix:2 stone aggregate 6 mm nominal size) by volume @ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. Sqm 472 Rupees Four Hundred Seventy Two Only

26 Providing and fixing glass strips in joints of terrazo/cement concrete floors.

11.13.1 40 mm wide and 4 mm thic metre 56.1 Rupees Fifty Six and Paise Ten Only

27 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, Sqm 283.3 Rupees Two Hundred Eighty Three and Paise Thirty Only

28 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.78.1 75 mm diameter metre _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees One Hundred Sixty Two and Paise Seventy Only

12.78.2 110 mm diameter metre 257.5 Rupees Two Hundred Fifty Seven and Paise Fifty Only

29 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete

12.80.2 110 mm each 182.72 Rupees One Hundred Eight Two and Paise Seventy Two Only

30 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams each 47.9 Rupees Forty Seven and Paise Ninety Only

31 Cement plaster in course sand 12 mm cement plaster of mix:

13.11.4 1:6 (1 cement:6 coarse sand) Sqm 141.5 Rupees One Hundred Forty One and Paise Fifty Only

32 Neat Cement Punning Sqm 40.5 Rupees Forty and Paise Fifty Only

33 White Washing With lime to give an even shade

13.70.1 New work (three or more coats) Sqm _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Eighteen and Paise Ninety Only

34 Applying one coat of cement primer of approved brand and manufacture on wall surface

13.78.1 Cement Primer Sqm 38.6 Rupees Thirty Eight and Paise Sixty Only

35 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

13.79.1 New work (three or more coats) Sqm 81.2 Rupees Eighty One and Paise Twenty Only

36 CARRIAGE OF MATERIAL

1 Coarse Sand from Koilwar (132 KM) Cum Rupees Two Thousand Eight Hundred Ninety Six and Paise Forty Eight Only

2 Stone Aggregate from Dibaur (92 KM) Cum Rupees Two Thousand Eighty Five and Paise Sixty Four Only

3 Brick (Per 1000 Nos) (8 km) Per 1000 Nos 1109.02 Rupees One Thousand One Hundred Nine and Paise Two Only

4 Local Sand (3 km) Cum _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Three Hundred Ten and Paise Fourty Six Only

5 Carriage of Earth (3 km) Cum 314.2 Rupees Three Hundred Fourteen and Paise Twenty Only

37 10.2 Structural steel work rivetedor bolted inbuilt up sections, trusess and framedwork, including cutting,hoisting,fixing in position and applyinga priming coat of approved ateef primer all complete. Kg 95.4 Rupees Ninety Five and Paise Forty Only

38 Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PROV8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member.

The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self drilling tapping screws for joining the members shall have a Type II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20mm. The frames shall be fixed to RCC slab or Tie beam over Neoprene rubber using self expanding carbon steel anchor bolt of dia as per approved drawings. design subject to minimum 12mm diameter and 121mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid separately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. Kg 217.5 Rupees Two Hundred Seventeen and Paise Fifty Only

39 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. sqm 625.1 Rupees Six Hundred Twenty Five and Paise Ten Only

40 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns using self drilling/ self tapping screws complete :

12.51.1 Ridges plain (500 - 600mm) sqm 396.8 Rupees Three Hundred Ninety Six and Paise Eight Only

12.51.2 Flashings/ Aprons.( Upto 600 mm) metre 377.9 Rupees Three Hundred Seventy Seven and Paise Ninety Only

12.51.6 Gutter (600 mm over all girth) metre 898.7 Rupees Eight Hundred Ninety Eight and Paise Seventy Only

41 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

9.48.1 Fixed to steel windows by welding Kg 144.5 Rupees One Hundred Forty Four and Paise Fifty Only

9.48.2 Fixed to openings/Wooden Frames with Rawl Plugs Screws etc. Kg 161.1 Rupees One Hundred Sixty One and Paise Ten Only

42 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

9.96.1 300x16 mm each 235.5 Rupees Two Hundred Thirty Five and Paise Fifty Only

43 9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ), transparent or dyed to required colour or shade, with necessary screws etc. complete:

9.97.2 250x10 mm each 98.2 Rupees Ninty Eight and PaiseTwenty Only

44 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

9.100.1 125 mm each 57.1 Rupees Fifty Seven and PaiseTen Only

45 9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete:

9.55.2 100x58x1.90 mm each 28.5 Rupees Twenty Eight and PaiseFifty Only

46 Supplying and fixing-rolling shuters of approved make.made of required size of M.S.Iaths interlocked together through their intire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arragements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25mm M.S. Laths with 1.25mm thick top cover. sqm 2673.7 Rupees Two Thousand Six Hundred Seventy Three and Paise Seventy Only

47 Steel work welded in built-up sections/framed work including cutting, hoisting, fixing in position and applying lay priming quote of approved steel primer using structural steel etc. as required.

10.32.2 In Gratings, frames, guard bar, ladders, rallings, brackets, gates & similar works kg 114.6 Rupees One Hundred Fourteen and Paise Sixty Only

48 AR (BCD Electrical 2023 Code 1202) Supplying 25 mm dia ISI marked PVC Pipe with 12% GST Metre 38.82 Rupees Thirty Eight and Paise Eighty Two Only

49 AR Extra for using OPC 43 Grade in Place of PSC in Road Work MT 180.33 _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Six Hundred Thirty Four and Paise Eighteen Only

50 6.19A Extra for half Brick masonary in superstructure above plinth level upto floor V level Sqm 89.7 Rupees Eighty Nine and Paise Seventy Only

51 12.78.1 75 mm diameter metre _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees One Hundred Sixty Two and Paise Seventy Only

12.78.2 110 mm diameter metre 257.5 Rupees Two Hundred Fifty Seven Two and Paise Fifty Only

52 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.

12.79.1 Coupler

12.79.1.1 75mm each 79.8 Rupees Seventy Nine and Paise Eight Only

12.79.1.2 110mm each 120 Rupees One Hundred Twenty Only

12.79.2.2 110mm diameter each 20 Rupees Three Hundred Seventy Four and Paise Sixty Only

12.79.3 Single tee with door

12.79.3.1 75x75x75mm each 141.6 Rupees One Hundred Forty One and Paise Sixty Only

12.79.3.2 110x110x110mm each 193.4 Rupees One Hundred Ninety Three and Paise Forty Only

12.79.5.1 75mm bend each 91.8 Rupees Ninety One and Paise Eighty Only

12.79.5.2 110mm bend each 132 Rupees One Hundred Thirty Two Only

12.79.6 Shoe (Plain)

12.79.6.1 75mm Shoe each _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Eighty One and Paise Ten Only

12.79.6.2 110mm Shoe each 115.95 Rupees One Hundred Fifteen and Paise Ninty Five Only

53 15 mm cement plaster on rough side of single or half brick wall

13.12.4 1:6 (1 cement: 6 coarse sand) Sqm _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees One Hundred Sixty Two and Paise Eighty Only

54 6 mm cement plaster to ceiling of mix :

13.24.1 1:3(1 cement: 3 coarse sand) Sqm _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees One Hundred Thirty One and Paise Thirty Only

55 Painting with ready mixed paint of approved brand and manufacture in all saids to give an even set

13.82.1 New steel work (two or more coats) Sqm 83.5 Rupees Eighty Three and Paise Fifty Only

13.82.2 New woord work (two or more coats) Sqm 83.5 Rupees Eighty Three and Paise Fifty Only

56 9.141 Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws,the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer’s specification and direction of Engineer -in- charge. RM 433.4 Rupees Four Hundred Thirty Three and Forty Only

57 9.147D.1 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-inCharge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately) Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable Two track two panels sliding window made of (small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)

Two track two panel Slding window made of (Small series) frame 52 x 44 mm & sash 32 x 60 mm both having wall thikness of 1.9+- 0.2 mm and single glazing bead of appropriate dimension. (area of window upto 1.75 sqm) SQM 7074.9 Rupees Seven Thousand Seventy Four and Paise Ninety Only

58 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / aneling,C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) Kg 300 Rupees Three Hundred Eighty Six and Paise Ten Only

59 Providing and fixingGlazing in aluminum Door , Window , Ventilator , shutter and partition etc. with EPDM Rubber / Neoprene Gasket Etc. Complete as per Architectural drawings and the direction of engineer incharge . ( Cost of aluminum snap beading shall be paid in basic item ):

21.3.2 with float glass panes of 4mm thickness ( weight not less than 10 kg / SQM ) SQM _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees One Thousand One Hundred Fifteen and Paise Ten Only

60 Kota stone slab flooring over 20 mm (average ) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete . Base with 1:1:1 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sandby the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.

11.26.1 20 to 25 mm thick - SQM 1252.7 Rupees One Thousand Two Hundred Fifty Two and Paise Seventy Only

61 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such as white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. SQM 686.8 Rupees Six Hundred Eight Six and Paise Eighty Only

62 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete SQM 795 Rupees Seven Hundred Ninety Five Only

63 Providing and laying Vitrified tiles in floor in different size ( thickness to be specified by manufacturer) , with water absorption less than 0.08% and confirming to IS : 15622 , of approved Brand and manufactrer , in all colours& shades , laid on 20 mm thick cement mortar 1: 4 ( 1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigment etc.

11.41.2 Size of Tile 60 x 60 cm SQM 1638.8 Rupees One Thousand Six Hundred Thirty Eight and Paise Eighty Only

64 Providing and laying Vitrified tiles with different sizes ( thickness to be specified by manufacturer) , with water absorption less than 0.08% and confirming to IS : 15622 , of approved make , in all colours & shades , in Skirting , riser of steps , over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) , including grouting the joint with white cement & matching pigments etc. complete.

11.46.2 Size of Tile 600 x 600 mm Sqm 1191.8 Rupees One Thousand One Hundred Ninety One and Paise Eighty Only

65 18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

18.9.3 25 mm dia nominal bore Mtr 294.7 Rupees Two Hundred Ninety Four and Paise Seventy Only

18.9.4 32mm dia nominal bore Mtr 359.1 Rupees Three Hundred Fifty Nine and Paise Ten Only

18.9.5 40mm dia nominal bore Mtr 477.6 Rupees Four Hundred Seventy Six and Paise Sixty Only

66 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet,utlet and overflow pipes but without fittings and the base support for tank LTR _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Nine and Paise Seventy Only

67 Providing and fixing G.M. Non-return valve of approved quality.

18.19.1 25 mm nominal bore

18.19.1.1 Horizontal Each 506.6 Rupees Five Hundred Six and Paise Sixty Only

18.19.1.2 Vertical Each 573.5 Rupees Five Hundred Seventy Three and Paise Fifty Only

18.19.3 40 mm nominal bore

18.19.3.1 Horizontal Each 815 Rupees Eight Hundred Fifteen Only

18.19.3.2 Vertical Each 1049.2 Rupees One Thousand Forty Nine and Paise Twenty Only

68 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

18.8.1 15 mm nominal outer dia Pipes MTR 278.2 Rupees Two Hundred Seventy Eight and Paise Twenty Only

18.8.2 20 mm nominal outer dia Pipes MTR 350.8 Rupees Three Hundred Fifty and Paise Eight Only

18.8.3 25 mm nominal outer dia Pipes MTR 463.1 Rupees Four Hundred Sixty Three and Paise Ten Only

69 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P brass screws and washers complete. each 1068.5 Rupees One Thousand Six Hundred Eighty Eight and Paise Fifty Only

70 Providing and fixing 600x120x5 mm glass shelf with edges round off,supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. each 713.3 Rupees Seven Hundred Thirteen and Paise Thirty Only

71 Providing and fixing white vitreous china Wash Basin with C.I / M.S.brackets,15mm C.P brass pillar taps,32mm C.P brass waste of standard pattern, including painting of fitting and brackets,cutting and making good the walls whereever required.

17.7.1 Flat back wash basin size 630 X 450mm with a pair of 15mm C.P. brass pillar tap each 2764.4 Rupees Two Thousand Seven Hundred Sixty Four and Paise Forty Only

72 0.0 Providing and fixing water closet squatting pan (Indian Type W.C. Pan) with 100mm sand cast iron P or S trap. 10 litre low fixtures complete , including cutting and making good the walls and level white P.V.C flushing cistern, including flush pipe, with manually controlled device (handle lever) confirming to IS 7231, with all fittings and floors wherever required.

17.1.1 White vitreous china Orissa pattern W.C pan of size580 X 440 mm with integral type foot rests. each _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Four Thousand Four Hundred Seventy and Paise Ninety Only

73 Providing and fixing white vitreous china pedestal type water coset (Europenan type) with seat and lid , 10 litre low level white vitreous china flusing cistern & C.P flush bend with fittings & C.I.brackets , 40 mm flush bend, overflow arrangment with specials of standard make and mosquito proof coupling of approved municiple desine complete, including painting of fittings and brackets ,cutting and making good the wall and floiirs wherever required.

17.3.1 W.C pan with ISI marked white solid plastic seat and lid each 5504.3 Rupees Five Thousand Five Hundred Four and Paise Thirty Only

74 Providing and fixing P.V.C waste pipe for sink or wash basin including P.V.C waste fittings complete.

17.28.2 Flexible pipe

17.28.2.1 32mm dia each 104.4 Rupees One Hundred Four and Paise Forty Only

75 Providing and fixing toilet paper holder :

17.34.1 C.P.brass each _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees Five Hundred Fifty and Paise Seventy Only

76 Providing and fixing PVC Unplasticised Connection pipe with brass ions :

18.21.1 30 cm length

18.21.1.1 15 mm nominal bore each 74.8 Rupees Seventy Four and Paise Eighty Only

77 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour :

17.69.1 Waste coupling 31mm of 79mm length and 62 mm breadth weighting not less than 45gms. each 103 Rupees One Hundred Three Only

78 Providing and fixing PTMT Bottle Trap for Wash Basin & Sink

17.70.1 Bottle trap 31 mm single piece moulded with heigh tof 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms Each _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees Three Hundred Twenty Five and Paise Ten Only

79 Proving and fixing PTMT liquid soap container 109mm wid, 125mm high and 112 mm distancefrom wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour , weighting not less than 105 gms. each _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees One Hundred Forty Six and Paise Thirty Only

80 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. each 204.7 Rupees Two Hundred Four and Paise Seventy Only

81 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. each 424 Rupees Four Hundred Twenty Four Only

82 Providing and fixing C.P. brass bib cock of approved quality conforming to IS :8931

18.49.1 15 mm nominal bore each 434.2 Rupees Four Hundred Thirty Four and Paise Twenty Only

83 Providing and fixing C.P. brass stop cock (concealed) of approved standard design and of approved make conforming to IS:8931

18.52.1 15 mm nominal bore each _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Five Hundred Ninety Four and Paise Eighty Only

84 Providing and fixing C.P. brass angle valve of approved quality conforming to IS :8931

18.53.1 15 mm nominal bore each 500.4 Rupees Five Hundred and Forty Only

85 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.

18.51.1 15 mm nominal bore each 708.4 Rupees Seven Hundred Eight and Paise Forty Only

86 Providing and fixing PTMT grating of approved quality and colour.

18.58.2 Rectangular type with openable circular lid

18.58.2.1 150 mm nominal size square 100mm diameter of the inner hinged round grating each 169.7 Rupees One Hundred Sixty Nine and Paise Seventy Only

BORING WITH RUNNING WATER FACILITY

150 MM X 90 M, DEEP GRAVEL PACKED BORING

87 Boring /drilling bore wel of required dia for casing/strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil

24.1.1.1 300 mm dia m 486.8 Rupees Four Hundred Forty Six and Paise Eighty Only

88 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required ire and labour charges, fittings & accessories etc. all complete, for all depths as per direction of Engineer-in-charge. .

24.3.2 150 mm nominal size dia m 660.1 Rupees Six Hundred Sixty and Paise Ten Only

24.3.1 100 mm nominal size dia m 546.1 Rupees Five Hundred Forty Six and Paise Ten Only

89 Supplying, assembling, lowering and fixing in verticall position in bore well nplasticized PVC medium well screen (RMS) pipes in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

24.4.1 100 mm nominal size dia m 573.1 Rupees Five Hundred Seventy Three and Paise Ten Only

90 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/casing pipe, removalbe as per requireent, all complete for borewell of: Each 210.7 Rupees Two Hundred Ten and Paise Seventy Only

91 24.14.2 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete 150 mm clamp Each 1531.4 Rupees One Thousand Five Hundred Thirty One and Paise Forty Only

92 Providing and fixing Bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I)

24.15.1 100 mm dia Each 228.3 Rupees Two Hundred Twenty Eight and Paise Thirty Only

93 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. cum 1343.2 Rupees One Thousand Three Hundred Forty Three and Paise Twenty Only

94 Development of tube well in accordance with IS: 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting ested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc, all as per requirement and direction of Engineer-in-charge.. Hour 916.8 Rupees Nine Hundred Sixteen and Paise Eighty Only

95 NSI Transportation of drilling plants, developing equipments and all other required tools and M/c by and suitable mechanical means including all cost of loading, unloading, placing at work site and back after completion of work as per E/I Set 1 Rupees Nine Thousand Two Hundred Only

96 NSI 1 HP SUBMERSIBLE MOTOR PUMP

Supply, installation, commissioning and testing of single phase 1 H.P. submersible pump set hacing discharging capacity 1.5Lps at a total head of 35 meter (approx) of KSB/Kirloskar equivalent make with all accessories & fitings etc. including loading unloading and transportion of the pump set to the work site with all required labour, materials, tools and tackles installation, testing & commissioning as per standards specifications and direction of E/I. Each 12000 Rupees Twelve Thousand Only

(i) 40 mm dia x m mtrs long medium class CPVC column pipe bothend threaded and one end socketed - 6 nos.

(ii) 1x3x1.5 mm*2 flat copper conductor submersible cable - 40 mtrs.

(iii) 40 mm dia union socket - 1 No.

(iv) 50 mm dia union 250 mm long CPVC nipple - 1 No.

(v) 40 mm dia CPCV Elbow - 1 No.

(vi) 40 mm dia m.s clamps - 2 pairs

(vii) 40mm dia x 250 mm long CPVC nipple - 1 No.

(viii) Tubewell cap for 125 mm dia reducer socket - 1 No.

(ix) 40 mm x 50 mm dia reduce socket - 1 no. .

97 NSI Supply, installation, commissioning and testing of floor mounted outdoor type L.T. feeder pillar single phase starter control pannel operated on 220v, 3 phase, 50 c/s for 1 HP Submersible pump set made of MS sheet (minimum 2 mm thick) duly spray power coated painting with following accessories. (i) Suitable single phase starter control panel for aboce motor of BCH/L&T make - 1 no. Each 3000 Rupees Three Thousand Only

Supplying and fitting 2.5 mm* copper service cable from power poindt nearest source up-to pumping station m 130 Rupees One Hundred Thirty Only

98 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Nos. 1 Rupees Thirty Three Thousand Six Hundred Three and Paise Fourty Only

Total Amount in Rs.

ADD GST 5.36% w.r.t BCD SOR 2022 FOR 18% INSTEAD OF 12%

99 Add for Seigniorage

982A Coarse Sand Cum Rupees Seventeen and Paise Fifty Eight Only

295 Stone Aggregate 20mm Cum Rupees Fifty Nine and Paise Fifty Three Only

297 Stone Aggregate 10mm Cum _ * #,##0.00_ ;_ * \-#,##0.00_ ;_ * "-"??_ ;_ @_ Rupees Sixty Five and Paise Seventy Nine Only

293 Stone Aggregate 40mm Cum 48.69 Rupees Forty Eight and Paise Sixty Nine Only

292 Stone Aggregate 50mm Cum Rupees Fourty Seven and Paise Thirty Seven Only

2602F Brick Per 1000 Nos Rupees Four Hundred Eighty Five and Paise Twenty Only

6501 Local Sand Cum Rupees Fourteen and Paise Eighteen Only

2903 Stone Chipping 4.75 mm Cum 24.92 Rupees Twenty Four and Paise Ninty Two Only

2904 Stone Chipping 150 Micron Cum 23.49 Rupees Twenty Three and PaiseFourty Nine Only

1179 Crushed Stone 2.36 mm to 12.5 mm Cum 90 Rupees Ninty Only

296 Stone Aggregate 12.5mm Cum _ * #,##0.99_ ;_ * \-#,##0.99_ ;_ * "-"??_ ;_ @_ Rupees Sixty Eight and PaiseSixty Only

294 Stone Aggregate 25mm Cum 57.02 Rupees Fifty Seven and Paise Two Only

SOR 2023 ELECTRICAL

100 1.1 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit with piano type switch, phenolic laminated sheet, suitable size M.S./PVC box ec. as required.

1.1.2 Group B Point 53 Rupees Nine Hundred Twenty Two Only

101 Wiring for light/power plug with 2 x 4 sq. mm FRLS PVC insulated copper conductor signle core calbe in surface/recessed medium class PVC conduit along with 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required Meter 305 Rupees Three Hundred Nine Only

102 Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core calbe in surface/recessed medium class PVC conduit as required

1.7.1 2 x 1.5 sq. mm + 1 x 1.5 sq. mm erath wire Meter 240 Rupees Two Hundred One Only

1.7.2 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire Meter 125 Rupees Rwo Hundred Forty Six Only

1.7.4 2 x 6 sq. mm + 1 x 6 sq. mm earth wire Meter 125 Rupees Four Hundred Twenty Two Only

1.7.5 2 x 10 sq. mm + 1 x 6 sq. mm earth wire Meter 140 Rupees Five Hundred Fifty Seven Only

103 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. Each 14 Rupees Three Hundred Fifty Eight Only

104 Supplying and fixing modular blanking plate on the existing modular plate & switch box but excluding modular plate as required. Each 4 Rupees Thirty Four Only

105 Supplying and fixing metal/pvc box of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable sie of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connections, painting etc. as required Each 21 Rupees Three Hundred Six Only

106 Supplying and fixing metal/pvc box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connections, painting etc. as required Each 17 Rupees Four Hundred Twenty Four Only

107 Supplying and fixing following way single pole & neutral, sheet steel, MCB distribution board, 240 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

2.8.6 8 way, Double Door Each 1 Rupees Two Thousand Five Hundred Ninety One Only

108 Supplyig and fixing following way, horizontal type three pole & neutral, sheet steel, MCB distribution board, 415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But witout MCB/RCCB/Isolator)

2.9.3 8 way (4 + 24), double door, horizontal type Each 2 Rupees Six Thousand One Hundred Ninety Nine Only

109 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6/32 amps, Single pole Each 38 Rupees Two Hundred Thirty Seven Only

110 Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required

2.17.2 40 Amps Each 5 Rupees Two Thosuand Seven Hundred Ninety One Only

111 2.18 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.18.2 40 Amps Each 1 Rupees Three Thousand Three Hundred Forty Eight Only

2.18.3 63 Amps Each 1 Rupees Three Thousand Ten Only

112 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. Set 2 Rupees Six Thousand Three Hundred Twenty Three Only

113 Supplying and laying 25mm x 6mm G.I. strip at 0.50 metre below ground as strip earth electrode, including connection/termination with GI nut, bolt, spring, washer etc. as required. (Joining shall be done by overlapping with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm) Meter 50 Rupees One Hundred Thirty Three Only

114 5.1 Supplying and fixing 4' x 18 watt LED batten with minimum efficacy 100 Im/w in polycarbonate housing and coplete with integrated electronic driver etc directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor etc. as required. (For Residential building) Each 3 Rupees Five Hundred Twenty One Only

115 Supplying and fixing 4' x 20 watt LED batten with minimum efficacy 100 Im/w in aluminium housing an dcomplete with integrated electronic driver etc. directly on wall/ceiling including connections with 1.5 sq. mm FRLS PVC insulated copper conductor etc. as required. (For Non-residential building) Each 37 Rupees Seven Hundred Sixty Two Only

116 Supplying and installation of regular/standard model A.C. ceilling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 210 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc. as required Each 14 Rupees Two Thousand Four Hundred Eighty Two Only

117 Supplying and fixing of following sweep/sizes PVC/ABS square body Exhaust Fan with automatic openable louvre shutter in existing opening including making connection, testing etc. as required

8.18.3 250 mm sweep (1300/1400 RPM) Each 6 Rupees Two Thousand Two Hundred Eighty Eight Only

Bihar State Warehousing Corporation

B-2, 1st Floor Mauryalok Complex, Patna-800001

FINANCIAL BID FORM

COLORED CELLS TO BE FILLED IN BY CONTRACTOR

Name Of Work Construction of 2 X 5000 MT Godown at GayaJI.

Amount of BOQ in Rs. 102760820

a If a bidder is willing to execute the works, say at the BOQ Amount, he/she must fill in "0" in front of 'in figures' and "ZERO" in front of 'in words' and "AT THE BOQ AMOUNT" in front of 'Above or below'

b If a bidder is willing to execute the works, say at 2.45 percent below the BOQ Amount he/she must fill in "2.45" in front of 'in figures' and TWO POINT FOUR FIVE" in front of 'in words' and "BELOW" in front of 'Above or below'

SI No. What to fill in the colour cells Fill in the four coloured cells below

1 Name of Contractor

2 Address of Contractor

3 Contact Phone No. Contractor

4 Percent above or below the BOQ Amount In figure

5 Above or below